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SC 265 over LYNCHES RIVER

Map

Coordinates:
+34.63087, -80.41953
34°37'51" N, 80°25'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 265 over LYNCHES RIVER
Structure number:000000000000849
Old structure number:001340026500100 (from 1992 edition)
Location:LANCASTER CO LN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:362.9 ft. [110.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1938
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,050 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:38.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,827,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorPoorPoorFair105038.5
December 2015PoorPoorPoorFair80037.4
December 2013PoorPoorPoorFair70038.5
November 2011PoorPoorPoorFair80037.4
December 2009PoorFairPoorFair100039.2
December 2007PoorFairPoorFair95039.3
December 2005PoorFairPoorFair115039.0
December 1999FairFairFairFair140055.5
November 1991FairFairFairGood98752.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,45201,27215030
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.9,9838,1009009830
Substructure
Reinforced Concrete Pier Walllinear ft.137137000
Reinforced Concrete Pier Caplinear ft.193193000
Joints
Pourable Jointlinear ft.1680010068
Assembly with Sealeach4804800
Bearings
Movable Bearingeach3000300
Fixed Bearingeach1001000
Steel Protective Coatingsq. ft.14,98400014,984
Bridge Rail
Other Material Bridge Raillinear ft.726726000